JP3185811B2 - Sewage treatment facility - Google Patents

Sewage treatment facility

Info

Publication number
JP3185811B2
JP3185811B2 JP08900092A JP8900092A JP3185811B2 JP 3185811 B2 JP3185811 B2 JP 3185811B2 JP 08900092 A JP08900092 A JP 08900092A JP 8900092 A JP8900092 A JP 8900092A JP 3185811 B2 JP3185811 B2 JP 3185811B2
Authority
JP
Japan
Prior art keywords
sewage
treatment
sludge
sent
pumping station
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP08900092A
Other languages
Japanese (ja)
Other versions
JPH05317841A (en
Inventor
浦 武 山
方 孝 次 緒
越 泰 司 船
島 潔 宮
本 博 文 山
島 正 行 小
尻 斉 川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Metropolitan Government
Original Assignee
Tokyo Metropolitan Government
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Metropolitan Government filed Critical Tokyo Metropolitan Government
Priority to JP08900092A priority Critical patent/JP3185811B2/en
Publication of JPH05317841A publication Critical patent/JPH05317841A/en
Application granted granted Critical
Publication of JP3185811B2 publication Critical patent/JP3185811B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は下水処理施設に係り、特
に汚水と雨水との合流式下水道において雨天時下水処理
設備を備えた下水処理施設に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage treatment facility, and more particularly to a sewage treatment facility provided with a sewage treatment facility in rainy weather in a combined sewer with sewage and rainwater.

【0002】[0002]

【従来の技術】汚水1と雨水2とが合流する合流式下水
道3を浄化処理する従来のこの種の下水処理施設のう
ち、雨天時下水処理設備を備えていない下水処理施設を
図2に示す。このような下水処理施設では、晴天時のよ
うに雨水2が下水道3に流れ込まなく下水量が多くなら
ない場合は、汚水1のみがポンプ場の第1の汚水沈砂池
4に送水される。そして、ポンプ場の第1の汚水ポンプ
5により処理場の第2の汚水沈砂池6に送られ第2の汚
水ポンプ7により最初沈澱池8、曝気槽9、最終沈澱池
10を経て浄化処理されてから処理水11として公共用
水域に放流される。また、最初沈澱池8で発生する汚泥
は初沈汚泥12として引抜かれ汚泥総合処理設備13に
送泥されて処分される。
2. Description of the Related Art FIG. 2 shows a conventional sewage treatment facility of this type for purifying a combined sewer system 3 in which sewage 1 and rainwater 2 join together without a sewage treatment facility during rainy weather. . In such a sewage treatment facility, when rainwater 2 does not flow into the sewage system 3 and the amount of sewage does not increase as in fine weather, only the sewage 1 is sent to the first sewage basin 4 of the pump station. Then, the water is sent to the second sewage sedimentation basin 6 of the treatment plant by the first sewage pump 5 of the pumping station, and is first purified by the second sewage pump 7 through the sedimentation basin 8, the aeration tank 9, and the final sedimentation basin 10. After that, it is discharged into a public water area as treated water 11. The sludge initially generated in the settling basin 8 is withdrawn as the initial settled sludge 12, sent to the integrated sludge treatment facility 13, and disposed of.

【0003】しかし、雨天時、特に豪雨時には、汚水1
と共に大量の雨水2が下水道3に流れ込み、汚水1とし
てポンプ場から処理場に送水できる以上の水量になる。
このような雨天時下水の場合、ポンプ場に流入する下水
は、ポンプ場において第1の汚水沈砂池4と第1の雨水
沈砂池14とに分流され、第1の汚水沈砂池4に分流さ
れる下水は第1の汚水ポンプ5により処理場に送られ
る。一方、第1の雨水沈砂池14に分流される下水は第
1の雨水ポンプ15により越流水16として公共用水域
に放流される。
However, in rainy weather, especially in heavy rain, sewage 1
At the same time, a large amount of rainwater 2 flows into the sewer 3, and the amount of water becomes more than can be sent as sewage 1 from the pump station to the treatment plant.
In such rainy sewage, the sewage flowing into the pumping station is divided into the first sewage basin 4 and the first stormwater basin 14 at the pumping station, and is shunted to the first sewage basin 4. Sewage is sent to the treatment plant by the first sewage pump 5. On the other hand, the sewage diverted to the first rainwater sedimentation basin 14 is discharged to the public water area as overflow water 16 by the first rainwater pump 15.

【0004】更に、各ポンプ場から処理場に送水される
水量が処理場で浄化処理できる能力以上の水量になる場
合は、処理場に設けられた第2の汚水沈砂池6と第2の
雨水沈砂池17とに分流される。そして、第2の汚水沈
砂池6に分流された下水は、第2の汚水ポンプ7により
最初沈澱池8に送水され前記同様に浄化処理及び汚泥処
理される。一方、第2の雨水沈砂池17に分流された下
水は、第2の雨水ポンプ18により簡易処理池19に送
水され簡易的に浄化処理されてから放流水19として公
共用水域に放流される。また、前記簡易処理池19で発
生した汚泥は汚泥総合処理設備13に送泥され処分され
る。
Further, when the amount of water sent from each pumping station to the treatment plant is equal to or greater than the amount that can be purified at the treatment plant, a second sewage sedimentation basin 6 and a second rainwater set at the treatment plant are provided. It is diverted to the sedimentation basin 17. Then, the sewage diverted to the second sewage sedimentation basin 6 is first sent to the sedimentation basin 8 by the second sewage pump 7, and is purified and sludge treated in the same manner as described above. On the other hand, the sewage diverted to the second rainwater sedimentation basin 17 is sent to the simple treatment pond 19 by the second rainwater pump 18, subjected to simple purification treatment, and then discharged to the public water area as the discharge water 19. Further, the sludge generated in the simple treatment pond 19 is sent to the sludge integrated treatment facility 13 and disposed of.

【0005】このように、雨天時下水に対処する設備を
有しない下水処理施設では一部の下水は浄化処理されず
に放流されてしまう。このことから、ポンプ所や処理場
に雨天時下水処理設備を設け、雨天時にも対処できるよ
うにした下水処理施設もあり、従来のこの種の下水処理
施設は、図3に示すように雨天時下水処理設備21、2
8に汚泥処理設備24、31を併設した構成になってい
る。即ち、ポンプ場に流入した雨天時下水はポンプ場の
第1の汚水沈砂池4と第1の雨水沈砂池14とに分流さ
れる。そして、第1の汚水沈砂池4に分流された下水
は、第1の汚水ポンプ5により処理場に送水される。一
方、第1の雨水沈砂池14に分流された下水は、第1の
雨水ポンプ15により第1の雨天時下水処理設備21に
送水され浄化処理してから処理水22として放流され
る。また、第1の雨天時下水処理設備21で発生した汚
泥23は第1の汚泥処理設備24に送泥されて脱水さ
れ、脱水汚泥としてトラック等で汚泥総合処理設備13
に搬送されて処分されると共に脱水濾液26は下水道3
に戻される。
[0005] As described above, in a sewage treatment facility that does not have a facility for dealing with sewage during rainy weather, some sewage is discharged without purification treatment. For this reason, there is a sewage treatment facility in which a pump station or a treatment plant is provided with a sewage treatment facility in rainy weather so as to be able to cope with rainy weather. Sewage treatment equipment 21, 2
8, sludge treatment facilities 24 and 31 are provided. That is, the sewage in rainy weather that flows into the pumping station is divided into the first sewage basin 4 and the first stormwater basin 14 of the pumping station. Then, the sewage diverted to the first sewage sedimentation basin 4 is sent to the treatment plant by the first sewage pump 5. On the other hand, the sewage diverted to the first rainwater sedimentation basin 14 is sent to the first rainy-day sewage treatment equipment 21 by the first rainwater pump 15, purified, and then discharged as treated water 22. Further, the sludge 23 generated in the first rainy-day sewage treatment facility 21 is sent to the first sludge treatment facility 24 to be dewatered, and is dehydrated as a dewatered sludge by a truck or the like.
The wastewater is transported and disposed of in
Is returned to.

【0006】更に、各ポンプ場から処理場に送水される
下水の水量が処理場で浄化処理できる能力以上の水量の
場合は、処理場に設けられた第2の汚水沈砂池6と第2
の雨水沈砂池17とに分流される。そして、第2の汚水
沈砂池6に分流された下水は前記同様に浄化処理及び汚
泥処理される。一方、第2の雨水沈砂池17に分流され
た下水は第2の雨天時下水処理設備28に送水され浄化
処理してから処理水29として放流される。また、第2
の雨天時下水処理設備28で発生した汚泥30は第2の
汚泥処理設備31に送泥されて脱水され、脱水汚泥32
として汚泥総合処理設備13に搬送され処分されると共
に脱水濾液33は管渠34に戻される。
Further, when the amount of sewage sent from each pump station to the treatment plant is larger than the capacity of the treatment plant to purify the sewage, the second sewage sedimentation basin 6 and the second sewage basin 6 provided in the treatment plant are provided.
And the rainwater settling basin 17. Then, the sewage diverted to the second sewage sedimentation basin 6 is subjected to purification treatment and sludge treatment in the same manner as described above. On the other hand, the sewage diverted to the second rainwater sedimentation basin 17 is sent to the second rainy-day sewage treatment equipment 28, purified, and then discharged as treated water 29. Also, the second
The sludge 30 generated in the sewage treatment facility 28 during rainy weather is sent to the second sludge treatment facility 31 to be dewatered and dewatered, and the dewatered sludge 32
The dewatered filtrate 33 is returned to the sewer 34 while being transported to the sludge integrated treatment equipment 13 for disposal.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、従来の
雨天時にも対処できる設備を備えた下水処理施設は、雨
天時下水処理設備21、28に汚泥処理設備24、31
を併設している為、以下に示すような欠点がある。 (1)雨天時下水処理設備21、28に併設する汚泥処
理設備24、31の設置面積は雨天時下水処理設備2
1、28の設置面積の約2倍の面積を必要とする。ま
た、合流式下水道の多くは、都市部に採用されており、
雨天時下水処理設備21、28に汚泥処理設備24、3
1を併設することは、土地の確保の点で問題があり、特
に大きな設置面積を要する汚泥処理設備24、31を併
設しなくてよい下水処理施設が要望されている。 (2)汚泥処理設備24、31の脱水汚泥25をトラッ
ク等で搬送する為、長期間降雨が続いた場合、汚泥処理
設備24、31での汚泥貯蔵能力が不足する問題があ
る。この為、前記汚泥処理設備24、31から汚泥総合
処理設備13まで汚泥配管を設けることも考えられる
が、長距離配管になると共に雨天時しか汚泥配管を使用
しないことから配管中での汚泥の詰まり等のトラブルが
発生し易く現実的でない。
However, conventional sewage treatment facilities equipped with facilities that can cope with rainy weather also include sludge treatment facilities 24 and 31 in sewage treatment facilities 21 and 28 in rainy weather.
However, there are the following disadvantages. (1) The installation area of the sludge treatment facilities 24 and 31 attached to the sewage treatment facilities 21 and 28 during rainy weather is the sewage treatment facility 2 during rainy weather.
It requires about twice the area of the installation area of 1,28. Many of the combined sewers are used in urban areas,
Sludge treatment facilities 24, 3 in sewage treatment facilities 21, 28 in rainy weather
There is a problem in terms of securing land, and there is a need for a sewage treatment facility that does not need to be provided with sludge treatment facilities 24 and 31 that require a particularly large installation area. (2) Since the dewatered sludge 25 of the sludge treatment facilities 24 and 31 is transported by a truck or the like, there is a problem that the sludge storage capacity of the sludge treatment facilities 24 and 31 is insufficient when rainfall continues for a long time. For this reason, it is conceivable to provide a sludge pipe from the sludge treatment facilities 24 and 31 to the sludge general treatment facility 13. However, since the pipe is a long-distance pipe and only uses the sludge pipe in rainy weather, the clogging of the sludge in the pipe is possible. It is not realistic because troubles such as are likely to occur.

【0008】本発明はこのような事情に鑑みてなされた
もので、ポンプ所や処理場に設置する雨天時下水処理設
備に汚泥処理設備を併設する必要がなく、且つ雨天時下
水処理設備で発生する汚泥を容易に処理できる下水処理
施設を提供することを目的とする。
The present invention has been made in view of such circumstances, and it is not necessary to add a sludge treatment facility to a sewage treatment facility for rainy weather installed in a pump station or a treatment plant, and the sewage treatment facility for rainy weather is not required. It is an object of the present invention to provide a sewage treatment facility capable of easily treating sludge.

【0009】[0009]

【課題を解決する為の手段】本発明は、前記目的を達成
するために、汚水と雨水との合流式下水が流入するポン
プ場と、前記ポンプ場から送水される下水を浄化処理す
る処理場と、から成り、前記ポンプ場に流入する下水量
が通常水量時には全ての下水をポンプ場から処理場に送
水して浄化処理すると共に前記処理場の最初沈澱池で汚
泥を初沈汚泥として引抜いて汚泥処理し、異常増水量時
には前記ポンプ場にて前記処理場に送水する下水とポン
プ場の雨天時下水処理設備に送水する下水とに分流して
夫々浄化処理する下水処理施設に於いて、前記ポンプ場
の雨天時下水処理設備で発生する汚泥を、前記ポンプ場
から前記処理場に下水を送水する第1の汚水ポンプの入
口に搬入する、又は前記ポンプ場から前記処理場に送水
する下水が流れる管渠に搬入する、第1の汚泥配管を設
けたことを特徴とする
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a pumping station into which a combined sewage of sewage and rainwater flows, and a treatment plant for purifying sewage sent from the pumping station. When the amount of sewage flowing into the pumping station is a normal amount of water, all the sewage is sent from the pumping station to the treatment plant to perform purification treatment, and the sludge is drawn out as the first settling sludge in the first settling pond of the treatment plant. In a sewage treatment facility that performs sludge treatment and separates and separates sewage to be sent to the treatment plant at the pumping station and sewage to be sent to the sewage treatment facility in rainy weather at the pumping station at the time of abnormally increased water amount, The sludge generated in the sewage treatment facility at rainy weather of the pumping station is carried into the inlet of the first sewage pump for sending sewage from the pumping station to the treating station, or the sewage to be sent from the pumping station to the treating station. Flowing Carried into sewer, characterized in that a first sludge pipe

【0010】[0010]

【作用】本発明によれば、ポンプ場の雨天時下水処理設
備で発生する汚泥を、ポンプ場から処理場に送水する下
水に搬入する搬入手段を設けて搬入する。また、前記処
理場に送水する下水に搬入された汚泥は最初沈澱池で初
沈汚泥として引抜かれ処分されるので、本発明の下水処
理施設の浄化処理に悪影響を及ぼすことはない。これに
より、従来の下水処理施設のようにポンプ場の雨天時下
水処理設備に汚泥処理設備を併設する必要がない。
According to the present invention, the sludge generated in the sewage treatment facility at the time of rain in a pumping station is carried in by providing a carrying-in means for carrying in the sewage to be sent from the pumping station to the treatment station. In addition, the sludge carried into the sewage to be sent to the treatment plant is first drawn out and disposed of in the sedimentation basin as the first settling sludge, and thus does not adversely affect the purification treatment of the sewage treatment facility of the present invention. Accordingly, it is not necessary to add a sludge treatment facility to the sewage treatment facility in rainy weather of the pump station unlike a conventional sewage treatment facility.

【0011】また、処理場のポンプ所の雨天時下水処理
設備で発生する汚泥を、ポンプ所から最初沈澱池に送水
する下水に搬入する搬入手段を設けて搬入する。また、
前記最初沈澱池に送水する下水に搬入された汚泥は最初
沈澱池の初沈汚泥として引抜かれ処分されるので、本発
明の下水処理施設の浄化処理に悪影響を及ぼすことはな
い。これにより、従来の下水処理施設のように前記処理
場の雨天時下水処理設備に汚泥処理設備を併設する必要
がない。
In addition, the sludge generated in the sewage treatment facility at the time of rainy weather at the pumping station of the treatment plant is provided with a carrying-in means for carrying the sewage which is first sent from the pumping station to the sedimentation basin. Also,
The sludge carried into the sewage first sent to the sedimentation basin is drawn out and disposed of as the first sedimentation sludge of the first sedimentation basin, and thus does not adversely affect the purification treatment of the sewage treatment facility of the present invention. Thus, it is not necessary to add a sludge treatment facility to the sewage treatment facility in rainy weather of the treatment plant unlike the conventional sewage treatment facility.

【0012】[0012]

【実施例】以下添付図面に従って本発明に係る下水処理
施設の好ましい実施例について詳説する。図1に示すよ
うに、本発明の下水処理施設は、3か所のポンプ場と、
前記各ポンプ場からの下水を浄化処理する処理場と、か
ら構成されている。前記各ポンプ場には第1の汚水沈砂
池40と第1の汚水ポンプ42及び第1の雨水沈砂池4
4と第1の雨水ポンプ46が並列に配設され、汚水48
と雨水50とが合流する合流式下水道52からの下水は
前記第1の汚水沈砂池40と第1の雨水沈砂池44とに
適宜分流されるようになっている。また、前記第1の汚
水ポンプ42は第1の汚水沈砂池40に流入した下水を
管渠52を介して処理場に送水する。また、前記第1の
雨水ポンプ46は第1の雨天時下水処理設備54に配管
56で接続され、前記第1の雨水沈砂池44に流入した
下水を前記第1の雨天時下水処理設備54に送水する。
また、前記第1の雨天時下水処理設備54から前記第1
の汚水ポンプ42の入口まで第1の汚泥配管58が接続
され、前記第1の雨天時下水処理設備54で発生する汚
泥を前記第1の汚泥配管58を介して各ポンプ場から処
理場に送水する下水に搬入するようになっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a sewage treatment plant according to the present invention will be described below in detail with reference to the accompanying drawings. As shown in FIG. 1, the sewage treatment plant of the present invention includes three pumping stations,
And a treatment plant for purifying sewage from each of the pump stations. Each of the pump stations has a first sewage basin 40, a first sewage pump 42, and a first stormwater basin 4.
4 and the first rainwater pump 46 are disposed in parallel,
The sewage from the combined sewer 52 where the water and the rainwater 50 merge is appropriately divided into the first sewage sedimentation basin 40 and the first rainwater sedimentation basin 44. In addition, the first sewage pump 42 sends the sewage flowing into the first sewage sedimentation basin 40 to a treatment plant via a sewer 52. Further, the first rainwater pump 46 is connected to a first rainy-day sewage treatment facility 54 by a pipe 56, and the sewage flowing into the first rain-water sedimentation basin 44 is sent to the first rainy-day sewage treatment facility 54. Send water.
In addition, the first rainy sewage treatment equipment 54
A first sludge pipe 58 is connected to the inlet of the sewage pump 42 of the first embodiment, and the sludge generated in the first rainy sewage treatment equipment 54 is sent from each pumping station to the treatment plant via the first sludge pipe 58. To be brought into the sewage.

【0013】一方、処理場は、第2の汚水沈砂池60と
第2の汚水ポンプ62及び第2の雨水沈砂池64と第2
の雨水ポンプ66が並列に配設され、各ポンプ場から送
水される下水は第2の汚水沈砂池60と第2の雨水沈砂
池64とに適宜分流されるようになっている。また、前
記第2の汚水ポンプ62は第2の汚水沈砂池60に配管
70で接続され、前記第2の雨水ポンプ66は第2の雨
天時下水処理設備72に配管74で接続されている。ま
た、前記第2の雨天時下水処理設備72から前記最初沈
澱池68の入口まで第2の汚泥配管76が接続され、前
記第2の雨天時下水処理設備72で発生する汚泥は前記
第2の汚泥配管76を介して第2の汚水沈砂池60から
最初沈澱池68に送水する下水に搬入するようになって
いる。また、第2の汚水沈砂池60から最初沈澱池68
に送水された下水は曝気槽78、最終沈澱池80を経て
浄化処理されてから処理水82として放流される。ま
た、前記最初沈澱池68で発生する汚泥は配管84を介
して初沈汚泥として汚泥総合処理場86に送泥されて処
分される。
On the other hand, the treatment plant includes a second sewage basin 60 and a second sewage pump 62 and a second stormwater basin 64 and a second sewage basin 64.
Are disposed in parallel, and sewage sent from each pumping station is appropriately divided into a second sewage sedimentation basin 60 and a second rainwater sedimentation basin 64. The second sewage pump 62 is connected to a second sewage sedimentation basin 60 by a pipe 70, and the second rainwater pump 66 is connected to a second rainy sewage treatment facility 72 by a pipe 74. Also, a second sludge pipe 76 is connected from the second rainy sewage treatment equipment 72 to the entrance of the first sedimentation basin 68, and the sludge generated in the second rainy sewage treatment equipment 72 is the second sludge sewage treatment equipment 72. The sludge is supplied from the second sewage sand basin 60 to the sewage which is first sent to the sedimentation basin 68 via the sludge pipe 76. Also, from the second sewage sedimentation basin 60 to the first sedimentation basin 68
The sewage sent to the water is purified through an aeration tank 78 and a final sedimentation basin 80 and then discharged as treated water 82. Further, the sludge generated in the first settling basin 68 is sent to a general sludge treatment plant 86 as a first settled sludge via a pipe 84 and is disposed of.

【0014】次に、このように構成された本発明の下水
処理施設の作用を説明する。晴天時、即ち合流式下水道
に汚水48のみが流れ込む場合、下水道52からポンプ
場に流入する下水は全て第1の汚水沈砂池40に流入
し、第1の汚水ポンプ42により処理場の第2の汚水沈
砂池60に送水される。そして、第2の汚水沈砂池60
に送水された下水は最初沈澱池68、曝気槽78、最終
沈澱池80を経て浄化処理されてから処理水82放流さ
れる。また、最初沈澱池68で発生する汚泥は初沈汚泥
として配管84を介して汚泥総合処理設備86に送泥さ
れ処分される。
Next, the operation of the thus constructed sewage treatment plant of the present invention will be described. In fine weather, that is, when only the sewage 48 flows into the combined sewer, all the sewage flowing into the pumping station from the sewer 52 flows into the first sewage sedimentation basin 40, and the second sewage pump 42 uses the first sewage pump 42. The water is sent to the sewage basin 60. And the second sewage sedimentation basin 60
The sewage sent to the basin is first subjected to a purification treatment through a sedimentation basin 68, an aeration tank 78, and a final sedimentation basin 80, and then discharged to a treated water 82. The sludge initially generated in the sedimentation basin 68 is sent to the integrated sludge treatment facility 86 via the pipe 84 as the initial sludge and is disposed of.

【0015】雨天時、特に豪雨により汚水48と共に大
量の雨水50が下水道52に流れ込む場合、各ポンプ場
に流入する下水は第1の汚水沈砂池40と第1の雨水沈
砂池44とに分流される。第1の汚水沈砂池40に流入
した下水は第1の汚水ポンプ42により処理場に送水さ
れる。前記第1の雨水沈砂池44に流入した下水は第1
の雨水ポンプ46により第1の雨天時下水処理設備54
に送水され浄化処理されてから処理水55として放流さ
れる。また、第1の雨天時下水処理設備54で発生した
汚泥は第1の汚泥配管58を介して第1の汚水ポンプ4
2の入口に搬入される。第1の雨天時下水処理設備54
で発生した汚泥を搬入された下水は、第1の汚水ポンプ
42により管渠52を介して処理場に送水され、第2の
汚水沈砂池60と第2の雨水沈砂池64とに分流され
る。そして、第2の汚水沈砂池60に分流された下水は
第2の汚水ポンプ62により配管70を介して最初沈澱
池68に送水され前記同様に浄化処理及び汚泥処理され
る。一方、第2の雨水沈砂池64に分流された下水は第
2の雨水ポンプにより配管74を介して第2の雨天時下
水処理設備72に送水され浄化処理されてから処理水7
5として放流される。また、前記第2の雨天時下水処理
設備で発生した汚泥は第2の汚泥配管76を介して最初
沈澱池68に搬入される。最初沈澱池68に搬入された
汚泥は初沈汚泥として引抜かれ、配管84を介して汚泥
総合処理設備86に送泥されて処分される。
When a large amount of rainwater 50 flows into the sewer 52 together with the sewage 48 due to heavy rain, particularly in heavy rain, the sewage flowing into each pump station is divided into a first sewage basin 40 and a first stormwater basin 44. You. The sewage flowing into the first sewage sedimentation basin 40 is sent to the treatment plant by the first sewage pump 42. The sewage flowing into the first storm sedimentation basin 44 is
Rainwater pump 46, the first rainy sewage treatment facility 54
And the water is purified and then discharged as treated water 55. The sludge generated in the first rainy sewage treatment equipment 54 is supplied to the first sewage pump 4 via the first sludge pipe 58.
2 is carried into the entrance. First Rainy Sewage Treatment Equipment 54
The sewage carrying the sludge generated in the above is sent to the treatment plant by the first sewage pump 42 via the pipe 52, and is separated into the second sewage sedimentation basin 60 and the second rainwater sedimentation basin 64. . Then, the sewage diverted to the second sewage sedimentation basin 60 is first sent to the sedimentation basin 68 via the pipe 70 by the second sewage pump 62, and is subjected to purification treatment and sludge treatment in the same manner as described above. On the other hand, the sewage diverted to the second stormwater sedimentation basin 64 is sent to the second rainy-time sewage treatment equipment 72 via the pipe 74 by the second stormwater pump, and is subjected to the purification treatment.
Released as 5. The sludge generated in the second rainy-day sewage treatment facility is first carried into the sedimentation basin 68 via the second sludge pipe 76. The sludge initially carried into the sedimentation basin 68 is withdrawn as the initial sludge, sent to the general sludge treatment facility 86 via the pipe 84, and disposed of.

【0016】上記した通り本発明の下水処理施設によれ
ば、ポンプ場の第1の雨天時下水処理設備54で発生す
る汚泥を第1の汚泥配管58を介して第1の汚水ポンプ
42の入口に搬入する。また、前記第1の汚水ポンプ4
2の入口に搬入された汚泥は最初沈澱池68で初沈汚泥
として引抜かれるので、本発明の下水処理施設の浄化処
理に悪影響を及ぼすことはない。これにより、従来の下
水処理施設のようにポンプ場の雨天時下水処理設備54
に汚泥処理設備を併設する必要がない。
As described above, according to the sewage treatment facility of the present invention, the sludge generated in the first rainy-time sewage treatment facility 54 of the pump station is supplied to the inlet of the first sewage pump 42 through the first sludge pipe 58. Carry in. In addition, the first sewage pump 4
The sludge carried into the inlet 2 is first extracted as the first settled sludge in the sedimentation basin 68, and therefore does not adversely affect the purification treatment of the sewage treatment facility of the present invention. As a result, the sewage treatment facility 54 at the time of rainy weather in
There is no need to add sludge treatment equipment to the plant.

【0017】また、処理場のポンプ所(即ち、第2の汚
水沈砂池60と第2の汚水ポンプ62及び第2の雨水沈
砂池64と第2の雨水ポンプ66で構成される)の第2
の雨天時下水処理設備72で発生する汚泥は最初沈殿池
68に搬入する。また、前記最初沈殿池68に搬入され
た汚泥は最初沈殿池68の初沈汚泥として引抜かれるの
で、本発明の下水処理施設の浄化処理に悪影響を及ぼす
ことはない。これにより、従来の下水処理施設のように
前記ポンプ所の雨天時下水処理設備72に汚泥処理設備
を併設する必要がない。
Also, the pumping station of the treatment plant (ie, the second soil)
Water basin 60, second sewage pump 62 and second stormwater sink
The sand ponds 64 and the second rainwater pump 66)
The sludge generated in the sewage treatment equipment 72 during rainy weather is first carried into the sedimentation basin 68. Further, the sludge carried into the first sedimentation basin 68 is drawn out as the first sedimentation sludge of the first sedimentation basin 68, and thus does not adversely affect the purification treatment of the sewage treatment facility of the present invention. Thus, it is not necessary to add a sludge treatment facility to the sewage treatment facility 72 at the time of rainy weather in the pump station unlike a conventional sewage treatment facility.

【0018】尚、本実施例では第1の雨天時下水処理設
備で発生する汚泥を第1の汚水ポンプの入口に搬入した
が、これに限られるものではなく第1の汚水沈砂池ある
いは管渠に送泥してもよい。また、第2の雨天時下水処
理設備で発生した汚泥を最初沈澱池に搬入したが、これ
に限られるものではなく第2の汚水ポンプの入口に搬入
してもよい。また、処理場の浄化処理工程として最初沈
澱池、曝気槽、最終沈澱池としたが、これに限ったもの
ではなく、他の浄化設備を付け加えてもよく、また省略
してもよい。また、最初沈澱池は重力式の沈澱に限られ
るものではなく、遠心分離、磁気分離、濾過分離による
処理でもよい。
In this embodiment, the sludge generated in the first sewage treatment facility in rainy weather is carried into the inlet of the first sewage pump. However, the present invention is not limited to this. It may be sent to the mud. In addition, the sludge generated in the second rainy-day sewage treatment equipment is first carried into the sedimentation basin, but is not limited thereto, and may be carried into the inlet of the second sewage pump. In addition, although the settling basin, the aeration tank, and the final settling basin were initially used as the purification process in the treatment plant, the present invention is not limited to this, and other purification equipment may be added or may be omitted. Further, initially, the sedimentation basin is not limited to the gravity type sedimentation, but may be a treatment by centrifugation, magnetic separation, or filtration separation.

【0019】[0019]

【発明の効果】以上、説明したように本発明に係る下水
処理装置によれば、ポンプ場の雨天時下水処理設備で発
生する汚泥を、ポンプ場から処理場に送水する下水に搬
入する搬入手段を設けて搬入する。また、前記処理場に
送水する下水に搬入された汚泥は最初沈澱池で初沈汚泥
として引抜かれ処分されるので、本発明の下水処理施設
の浄化処理に悪影響を及ぼすことはない。これにより、
従来の下水処理施設のようにポンプ場の雨天時下水処理
設備に汚泥処理設備を併設する必要がない。
As described above, according to the sewage treatment apparatus according to the present invention, the carrying-in means for carrying the sludge generated in the sewage treatment equipment at the pumping station in rainy weather to the sewage for sending water from the pumping station to the treating station. And carry it in. In addition, the sludge carried into the sewage to be sent to the treatment plant is first drawn out and disposed of in the sedimentation basin as the first settling sludge, and thus does not adversely affect the purification treatment of the sewage treatment facility of the present invention. This allows
Unlike a conventional sewage treatment facility, it is not necessary to add a sludge treatment facility to a sewage treatment facility in rainy weather at a pumping station.

【0020】また、処理場のポンプ所の雨天時下水処理
設備で発生する汚泥を、ポンプ所から最初沈澱池に送水
する下水に搬入する搬入手段を設けて搬入する。また、
前記最初沈澱池に送水する下水に搬入された汚泥は最初
沈澱池の初沈汚泥として引抜かれ処分されるので、本発
明の下水処理施設の浄化処理に悪影響を及ぼすことはな
い。これにより、従来の下水処理施設のように前記処理
場の雨天時下水処理設備に汚泥処理設備を併設する必要
がない。
Further, the sludge generated in the sewage treatment facility at the time of rainy weather at the pumping station of the treatment plant is provided by a carrying means for carrying the sewage which is first sent from the pumping station to the sedimentation basin. Also,
The sludge carried into the sewage first sent to the sedimentation basin is drawn out and disposed of as the first sedimentation sludge of the first sedimentation basin, and thus does not adversely affect the purification treatment of the sewage treatment facility of the present invention. Thus, it is not necessary to add a sludge treatment facility to the sewage treatment facility in rainy weather of the treatment plant unlike the conventional sewage treatment facility.

【0021】従って、本発明の下水処理施設では雨天時
下水処理設備に汚泥処理設備を併設する必要がないの
で、雨天時下水処理設備を備えた下水処理施設を新規に
建設する場合、従来の雨天時下水処理設備を備えた下水
処理施設に比べ設置面積を大幅に削減することができ
る。また、雨天時下水処理設備と汚泥処理設備の両方を
建設する設置面積を有しない既存の下水処理装置にも対
応することができる。
Therefore, in the sewage treatment facility of the present invention, it is not necessary to add a sludge treatment facility to the sewage treatment facility in rainy weather. The installation area can be greatly reduced as compared with a sewage treatment facility equipped with a sewage treatment facility. Further, the present invention can be applied to an existing sewage treatment apparatus having no installation area for constructing both a sewage treatment facility for rainy weather and a sludge treatment facility.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る下水処理施設の工程図FIG. 1 is a process diagram of a sewage treatment plant according to the present invention.

【図2】従来の雨天時下水処理設備を有しない下水処理
施設の工程図
FIG. 2 is a process diagram of a conventional sewage treatment facility without a sewage treatment facility in rainy weather.

【図3】従来の雨天時下水処理設備を備えた下水処理施
設の工程図
FIG. 3 is a process diagram of a sewage treatment facility equipped with a conventional sewage treatment facility during rainy weather.

【符号の説明】[Explanation of symbols]

48…汚水 50…雨水 68…最初沈澱池 72…雨天時下水処理設備 76…搬入手段 48 sewage 50 rainwater 68 first sedimentation basin 72 sewage treatment facility in rainy weather 76 ... transportation means

フロントページの続き (72)発明者 船 越 泰 司 東京都新宿区西新宿2−8−1 東京都 下水道局内 (72)発明者 宮 島 潔 東京都新宿区西新宿2−8−1 東京都 下水道局内 (72)発明者 山 本 博 文 東京都千代田区内神田1丁目1番14号 日立プラント建設株式会社内 (72)発明者 小 島 正 行 東京都千代田区内神田1丁目1番14号 日立プラント建設株式会社内 (72)発明者 川 尻 斉 東京都千代田区内神田1丁目1番14号 日立プラント建設株式会社内 (58)調査した分野(Int.Cl.7,DB名) C02F 1/00 C02F 11/00 C02F 3/00 Continuing on the front page (72) Inventor Yasushi Funakoshi 2-8-1 Nishishinjuku, Shinjuku-ku, Tokyo Inside the Tokyo Sewerage Bureau (72) Inventor Kiyoshi Miyajima 2-8-1 Nishishinjuku, Shinjuku-ku, Tokyo Tokyo Sewerage (72) Inventor Hirofumi Yamamoto 1-1-1 Uchikanda, Chiyoda-ku, Tokyo Hitachi Plant Construction Co., Ltd. (72) Inventor Masayuki Kojima 1-11-1 Uchikanda, Chiyoda-ku, Tokyo Hitachi Inside Plant Construction Co., Ltd. (72) Inventor Hitoshi Kawajiri 1-1-1 Uchikanda, Chiyoda-ku, Tokyo Hitachi Plant Construction Co., Ltd. (58) Field surveyed (Int. Cl. 7 , DB name) C02F 1 / 00 C02F 11/00 C02F 3/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】汚水と雨水との合流式下水が流入するポン
プ場と、前記ポンプ場から送水される下水を浄化処理す
る処理場と、から成り、前記ポンプ場に流入する下水量
が通常水量時には全ての下水をポンプ場から処理場に送
水して浄化処理すると共に前記処理場の最初沈澱池で汚
泥を初沈汚泥として引抜いて汚泥処理し、異常増水量時
には前記ポンプ場にて前記処理場に送水する下水とポン
プ場の雨天時下水処理設備に送水する下水とに分流して
夫々浄化処理する下水処理施設に於いて、 前記ポンプ場の雨天時下水処理設備で発生する汚泥を
前記ポンプ場から前記処理場に下水を送水する第1の汚
水ポンプの入口に搬入する、又は前記ポンプ場から前記
処理場に送水する下水が流れる管渠に搬入する、第1の
汚泥配管を設けたことを特徴とする下水処理施設。
1. A pumping station, into which combined sewage of sewage and rainwater flows, and a treatment plant, which purifies sewage sent from the pumping station, wherein the amount of sewage flowing into the pumping station is a normal amount of water. Sometimes, all the sewage is sent from the pumping station to the treatment plant for purification treatment, and at the first settling basin of the treatment plant, sludge is drawn out as primary sludge for sludge treatment. It was diverted to the sewage water to wet-weather sewage treatment facilities of sewage and pumping stations for water supply at the respective purification treatment to sewage treatment facilities, the sludge generated in the rain during the sewage treatment facilities of the pumping station to,
A first sewage pumping sewage from the pumping station to the treatment station;
Carry in the inlet of the water pump or from the pumping station
The first is carried into the sewer where the sewage that feeds the treatment plant flows.
A sewage treatment facility characterized by sludge piping .
【請求項2】汚水と雨水との合流式下水が流入するポン
プ場と、前記ポンプ場から送水される下水を浄化処理す
る処理場と、から成り、前記ポンプ場から前記処理場の
ポンプ所に送水される下水量が通常水量時には全ての下
水を処理場の最初沈澱池に送水して浄化すると共に前記
処理場の最初沈澱池で汚泥を初沈汚泥として引抜いて汚
泥処理し、異常増加水量時には前記処理場のポンプ所に
て前記最初沈澱池に送水する下水と前記ポンプ所の雨天
時下水処理設備に送水する下水とに分流して夫々浄化処
理する下水処理施設に於いて、 前記処理場の雨天時下水処理設備で発生する汚泥を、前
記最初沈澱池に搬入する、又は前記最初沈殿池に下水を
送水する第2の汚水ポンプの入口に搬入する、第2の汚
泥配管を設けたことを特徴とする下水処理施設。
2. A pumping station, into which a combined sewage of sewage and rainwater flows, and a treatment plant for purifying sewage sent from the pumping plant. When the amount of sewage to be sent is normal, all sewage is sent to the first sedimentation basin of the treatment plant for purification, and sludge is drawn out as the first settled sludge at the first sedimentation basin of the treatment plant for sludge treatment. In a sewage treatment facility that separates and separates sewage to be sent to the first sedimentation basin and sewage to be sent to the sewage treatment facility in rainy weather at the pumping station at the pumping station, the sludge generated in the rain during the sewage treatment facilities, before
Carry in the first settling basin or drain the sewage into the first settling basin.
The second sewage carried into the inlet of the second sewage pump for water supply
A sewage treatment facility characterized by providing mud piping .
JP08900092A 1992-04-09 1992-04-09 Sewage treatment facility Expired - Lifetime JP3185811B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08900092A JP3185811B2 (en) 1992-04-09 1992-04-09 Sewage treatment facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08900092A JP3185811B2 (en) 1992-04-09 1992-04-09 Sewage treatment facility

Publications (2)

Publication Number Publication Date
JPH05317841A JPH05317841A (en) 1993-12-03
JP3185811B2 true JP3185811B2 (en) 2001-07-11

Family

ID=13958539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08900092A Expired - Lifetime JP3185811B2 (en) 1992-04-09 1992-04-09 Sewage treatment facility

Country Status (1)

Country Link
JP (1) JP3185811B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4683356B2 (en) * 1999-05-11 2011-05-18 東京利根開発株式会社 Muddy water purification device
JP3824583B2 (en) * 2001-04-04 2006-09-20 日本碍子株式会社 Rainwater treatment device in combined sewer and its backwash method
JP2005218991A (en) * 2004-02-06 2005-08-18 Unitika Ltd Filtration treatment method in combined sewer system
CN106354168B (en) * 2016-10-14 2019-02-05 江苏大学镇江流体工程装备技术研究院 A kind of concatenated water supply pump station feedback control system of same pump

Also Published As

Publication number Publication date
JPH05317841A (en) 1993-12-03

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